摘要
爆破夯实密实基床的施工方法在广州港南沙港区工程#1#～10泊位施工中普遍采用;该工程的特点是基床厚度大(最大达21m),抛石量大。因此,采用爆破夯实的施工方法对工期要求紧迫的工程很有必要。通过对该工程质量管理经验总结,为同类型项目的施工提供参考。
The construction method of foundation bed consolidation by explosive tamping is widely used in construction of No.1 to No. 10 berths of Guangzhou Port Nansha Port Area engineering, which is characterized by thick foundation bed （The thickest is 21 m） and large rubble volume. So, it is necessary to adopt the construction method of explosive tamping for foundation bed consolidation to adapt to the requirement of tight construction period. The technological characteristics of this method are presented combining the practice of engineering quality management, which may serve as a reference for construction of the same-kind projects.
出处
《水运工程》
北大核心
2005年第9期72-74,105,共4页
Port & Waterway Engineering
关键词
爆夯
基床
水工结构
explosive tamping
foundation bed
hydraulic structure
